Please consider on cant creation using a default of zero for all cant levels. he cant it automates is never correct and a zero default is a better base for me to start my cant input from calcs. If you are going to automated values they should be i...

Report comparing geometry before adjustment to adjusted geometry (Compass, Transit and Crandall) in the geometry builder. This report would need to be retained to document how a geometry element was adjusted. The report would need to show the amou...

Currently it cascades to the bottom of the page below other files that have recently been opened. When using ProjectWise there is a delay of when the recent files appear on the list with Browse at the top. If Browse is selected before recent files...

Currently, Drawing annotation for Cross Section is only available for Ground Z and (design) Z. If there are multiple stratum and terrain models, no direct option to annotate the height/offset difference from design to other stratum, or stratum (te...

When creating a cut/fill End Area Volumes table on cross sections, the annotation does not work for surface templates. If there is no corridor in the cross section, it will not even place an EAV Table. The cut/fill EAV tool works and displays the ...

This would allow annotation on Geometry to export to KMZ files. Currently you have to drop status on all text annotation on geometry to be able to see it in a KMZ file.

It would be very helpful if we could reflect a template while assigning it to a template drop. Templates currently can only be placed in the direction they were created, from template origin "out". This requires a duplication of templates, as sepa...

When you have multiple files with geometry which reference each other, I think there should be a tool to allow you to merge those DGN's into one without losing relationships e.g. I can merge my main alignment file and the file which contains my ch...

Template in Openroads conceptstation must have benching option as one of the types in end-conditions.

Currently when defining the horizontal earth loading on an abutment, the only option is to have a triangular loading from top to bottom. The "Mag2" input box (for the load magnitude at the top of the load) is set at 0, greyed out, and cannot be ed...